JP3426444B2 - Outer wall plate mounting structure - Google Patents

Outer wall plate mounting structure

Info

Publication number
JP3426444B2
JP3426444B2 JP24273396A JP24273396A JP3426444B2 JP 3426444 B2 JP3426444 B2 JP 3426444B2 JP 24273396 A JP24273396 A JP 24273396A JP 24273396 A JP24273396 A JP 24273396A JP 3426444 B2 JP3426444 B2 JP 3426444B2
Authority
JP
Japan
Prior art keywords
wall plate
wall
spacer member
base material
screw
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP24273396A
Other languages
Japanese (ja)
Other versions
JPH1088771A (en
Inventor
伊藤  博
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nichiha Corp
Original Assignee
Nichiha Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nichiha Corp filed Critical Nichiha Corp
Priority to JP24273396A priority Critical patent/JP3426444B2/en
Priority to US08/811,735 priority patent/US5924256A/en
Publication of JPH1088771A publication Critical patent/JPH1088771A/en
Application granted granted Critical
Publication of JP3426444B2 publication Critical patent/JP3426444B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/07Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801Separate fastening elements
    • E04F13/0803Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E04F13/0814Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of clamping action

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Finishing Walls (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、窯業系の外壁板を
ビス又は釘で取り付ける外壁板の取付構造に関するもの
である。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an outer wall plate mounting structure for mounting a ceramic outer wall plate with screws or nails.

【0002】[0002]

【従来の技術】近年の住宅には、意匠性の高い凹凸模様
が成形された窯業系の外壁板が多用されるようになって
きている。この外壁板を壁面下地材に取り付ける施工法
として金具施工とビス(又は釘)留施工とがある。前者
の金具施工は、壁面下地材にビス又は釘で固定した留付
金具によって外壁板の端縁実部を嵌合保持する施工法で
あり、外壁板の端縁実部と留付金具との間にずれが許容
されるので、地震・風圧荷重による建物躯体の変位や、
気温変化や雨水の吸水・乾燥の繰り返しによる外壁板の
膨張・収縮に応じて外壁板のずれ変位が許容され、それ
によって外壁板の留付部に加わる応力が緩和されて外壁
板のひび割れが防止される。
2. Description of the Related Art In recent years, a ceramic-type outer wall plate having a highly designed rugged pattern is often used. As a construction method for attaching the outer wall plate to the wall surface base material, there are metal fitting construction and screw (or nail) fastening construction. The former metal fitting construction is a construction method in which the real edge portion of the outer wall plate is fitted and held by the fastening metal fitting fixed to the wall surface base material with screws or nails. Since gaps are allowed, displacement of the building frame due to earthquake and wind pressure load,
Displacement displacement of the outer wall plate is allowed according to expansion and contraction of the outer wall plate due to temperature changes and repeated absorption / drying of rainwater, thereby relaxing the stress applied to the fastening part of the outer wall plate and preventing cracks in the outer wall plate. To be done.

【0003】しかし、金具施工は、外壁板の端縁実部の
強度が要求され、窯業系の外壁板では、板厚が15mm
以上でないと、実部強度が不足して、風圧荷重や地震荷
重によって外壁板の端縁実部がひび割れしやすい欠点が
ある。それ故に、厚手の外壁板を使用しなければなら
ず、その分、使用する外壁板の価格が高くなり、施工コ
ストが高くつく欠点がある。しかも、専用の留付金具が
必要であり、これも施工コストを高くする一因となって
いる。
[0003] However, the metal fittings are required to have the strength of the actual edge portion of the outer wall plate, and the thickness of the ceramic outer wall plate is 15 mm.
Otherwise, the strength of the real part is insufficient, and there is a drawback that the real part of the edge of the outer wall plate is easily cracked by wind pressure load or seismic load. Therefore, a thick outer wall plate must be used, and the cost of the outer wall plate to be used increases accordingly, resulting in a high construction cost. Moreover, a special fastening metal fitting is required, which also contributes to the high construction cost.

【0004】これに対し、ビス(又は釘)留施工は、図
9に示すように、C型鋼等の壁面下地材11に外壁板1
2を宛がい、その上からビス13等で壁面下地材11に
固定する施工法である。この施工法では、専用の留付金
具が不要で、極めて安価なビス13等を用いて簡単に施
工でき、且つ、比較的薄い外壁板でも取付強度が大きい
ため、比較的薄い外壁板を使用でき、総じて、施工コス
トを安くできる利点がある。
On the other hand, in the screw (or nail) fastening, as shown in FIG. 9, the outer wall plate 1 is attached to the wall surface base material 11 such as C-shaped steel.
It is a construction method in which 2 is applied and fixed to the wall surface base material 11 with screws 13 or the like from above. This construction method does not require a special fastening bracket, can be easily installed using extremely inexpensive screws 13 and the like, and even with a relatively thin outer wall plate, the mounting strength is large, so a relatively thin outer wall plate can be used. As a whole, there is an advantage that the construction cost can be reduced.

【0005】[0005]

【発明が解決しようとする課題】しかし、ビス(又は
釘)留施工は、前述した金具施工とは異なり、外壁板1
2が壁面下地材11にビス13等で密着固定されている
ため、壁面下地材11に対する外壁板12の相対的なず
れ変位がほとんど許容されない。このため、地震・風圧
荷重による建物躯体の変位や、気温変化や雨水の吸水・
乾燥の繰り返しによる外壁板12の膨張・収縮に対し
て、外壁板12のビス13の留付部に過大な応力が集中
して外壁板12がひび割れするおそれがある。特に、壁
面下地材11が鉄骨の場合には、壁面下地材11がほぼ
剛体であり、木材製の壁面下地材のような下地材自身の
緩衝性・変形性もほとんど期待できないため、外壁板1
2の留付部に集中する応力が極めて大きくなり、外壁板
12のひび割れを一層生じやすくなる。
However, unlike the metal fitting construction described above, the screw (or nail) fastening construction is different from the outer wall plate 1 as described above.
Since 2 is closely fixed to the wall surface base material 11 with screws 13 or the like, the relative displacement of the outer wall plate 12 with respect to the wall surface base material 11 is hardly permitted. As a result, the displacement of the building frame due to earthquakes and wind pressure loads, changes in temperature, and absorption of rainwater
With respect to expansion and contraction of the outer wall plate 12 due to repeated drying, excessive stress may concentrate on the fastening portion of the screw 13 of the outer wall plate 12 and the outer wall plate 12 may be cracked. In particular, when the wall surface base material 11 is a steel frame, the wall surface base material 11 is almost rigid, and the cushioning / deformability of the base material itself such as a wall surface base material made of wood can hardly be expected.
The stress concentrated on the fastening portion 2 becomes extremely large, and the outer wall plate 12 is more easily cracked.

【0006】本発明はこのような事情を考慮してなされ
たものであり、従ってその目的は、ビス(又は釘)留施
工でありながら、外壁板の留付部に加わる応力を緩和す
ることができて、外壁板のひび割れを防止することがで
きる外壁板の取付構造を提供することにある。
The present invention has been made in view of the above circumstances, and therefore an object thereof is to alleviate the stress applied to the fastening portion of the outer wall plate while performing the screw (or nail) fastening construction. Another object of the present invention is to provide an outer wall plate mounting structure capable of preventing cracks in the outer wall plate.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明の請求項1の外壁板の取付構造は、壁面下地
材に窯業系の外壁板をビス又は釘(以下「ビス等」とい
う)を該外壁板の表面側から打ち付けて取り付けるもの
において、前記外壁板と前記壁面下地材との間に、ある
程度の厚みのあるスペーサ部材を挟み込み、該スペーサ
部材に上下方向に長く延びる形状に形成された大きな穴
又は凹部に前記ビス等を通して取り付けることで、該穴
又は凹部によって該ビス等の周辺部分に、壁面下地材に
対する外壁板の相対的なずれ変位に応じてビス等が自由
に傾動できる空隙をあけるように施工し、更に、前記壁
面下地材と前記スペーサ部材との間に防水シートを挟み
込み、該スペーサ部材の表面に前記外壁板を宛がって該
外壁板を前記ビス等で前記壁面下地材に取り付けること
で、該外壁板の裏面と前記防水シートとの間に該スペー
サ部材の厚み相当分の通気層を形成するように施工する
ものである。ここで、スペーサ部材の厚みは3〜15m
mに設定することが好ましく、また、該スペーサ部材の
穴又は凹部は、横幅がビス等の直径の2〜5倍の大きさ
にすることが好ましい。このような厚みのあるスペーサ
部材の大きな穴又は凹部によって、外壁板と壁面下地材
との間でビス等の周辺部分に空隙をあけることで、その
空隙内ではビス等が自由に傾動でき、それによって壁面
下地材に対する外壁板の相対的なずれ変位を許容して、
外壁板の留付部への応力集中を緩和し、外壁板のひび割
れを防止する。
In order to achieve the above object, the outer wall board mounting structure according to claim 1 of the present invention has a ceramic base outer wall board as a screw or a nail (hereinafter referred to as "screw or the like") as a wall base material. Is attached from the front surface side of the outer wall plate, and a spacer member having a certain thickness is sandwiched between the outer wall plate and the wall surface base material, and the spacer member is formed into a shape extending in the vertical direction. By mounting the screws through the large holes or recesses that are formed, the screws or the like can be freely tilted by the holes or recesses around the screws or the like in accordance with the relative displacement of the outer wall plate with respect to the wall surface base material. Constructed so that there is a gap that can be made, and further, the wall
Insert a waterproof sheet between the surface base material and the spacer member.
The outer wall plate on the surface of the spacer member.
Attaching the outer wall plate to the wall surface base material with the screws, etc.
The space between the back surface of the outer wall plate and the waterproof sheet.
Work to form a ventilation layer equivalent to the thickness of the support member
It is a thing. Here, the thickness of the spacer member is 3 to 15 m.
It is preferable to set m, and it is preferable that the hole or the recess of the spacer member has a lateral width of 2 to 5 times the diameter of a screw or the like. The large holes or recesses of the spacer member having such a thickness allow a gap to be formed in the peripheral portion of the screw or the like between the outer wall plate and the wall surface base material, so that the screw or the like can be freely tilted in the gap. Allows the relative displacement of the outer wall plate with respect to the wall base material,
The stress concentration on the fastening part of the outer wall plate is mitigated and the outer wall plate is prevented from cracking.

【0008】しかも、外壁板と壁面下地材との間にスペ
ーサ部材を挟み込むだけで、簡単且つ確実にビス等の周
辺部分に空隙を設けることができる。また、該空隙の大
きさをスペーサ部材の厚みと穴又は凹部の大きさによっ
て容易に調整できる。更に、スペーサ部材の穴又は凹部
上下方向に長く延びる形状に形成すれば、ビス等の周
辺部分の空隙を上下方向にも大きくすることができる。
しかも、壁面下地材とスペーサ部材との間に防水シート
を挟み込み、該スペーサ部材の表面に外壁板を宛がって
該外壁板をビス等で壁面下地材に取り付けるようにすれ
ば、外壁板の裏面と防水シートとの間にスペーサ部材の
厚み相当分の通気層を形成することができ、この通気層
を流れる空気によって外壁板裏面側の湿気を外部へ排出
することができ、外壁板裏面への結露を防ぐことができ
る。
Moreover, by simply sandwiching the spacer member between the outer wall plate and the wall surface base material, it is possible to easily and surely form a gap in the peripheral portion of the screw or the like. Further, the size of the void can be easily adjusted by the thickness of the spacer member and the size of the hole or recess. Furthermore, the holes or recesses of the scan pacer member
The lever to form a long shape extending in the vertical direction, can be greater the gap of the peripheral portion in the vertical direction, such as screws.
Moreover, a waterproof sheet is placed between the wall surface base material and the spacer member.
And place an outer wall plate on the surface of the spacer member.
Attach the outer wall plate to the wall base material with screws or the like.
Of the spacer member between the back surface of the outer wall plate and the waterproof sheet.
It is possible to form a ventilation layer corresponding to the thickness.
Moisture on the back side of the outer wall plate is discharged to the outside by air flowing through
Can prevent condensation on the back of the outer wall plate
It

【0009】この場合、請求項のように、前記スペー
サ部材は、木材、木質合板、プラスチック板、外壁板の
小幅材のいずれかで形成すれば良い。これらの材料は、
いずれも、外壁板と同等若しくはそれ以上の緩衝性・変
形性があり、この緩衝性・変形性によっても外壁板の留
付部への応力集中を緩和することが可能である。しか
も、外壁板、木材、木質合板等から切断されて不要にな
った小幅材をスペーサ部材としてリサイクルすることが
可能である。
In this case, as in claim 2 , the spacer member may be formed of any of wood, wood plywood, plastic plate, and narrow wall material such as outer wall plate. These materials are
Both of them have the same or higher cushioning properties and deformability as the outer wall plate, and this cushioning property and deformability can also alleviate the stress concentration on the fastening portion of the outer wall plate. Moreover, it is possible to recycle the narrow width material, which is no longer needed after being cut from the outer wall board, wood, wood plywood, etc., as a spacer member.

【0010】更に、請求項のように、スペーサ部材の
裏面には、予め両面接着テープを貼着しておいても良
い。このようにすれば、施工時に、スペーサ部材を貼着
という極めて簡単な施工法で壁面下地材側に取り付ける
ことができる。
Further, as in claim 3, a double-sided adhesive tape may be attached in advance to the back surface of the spacer member. By doing so, it is possible to attach the spacer member to the wall surface base material side by an extremely simple construction method of attaching the spacer member at the time of construction.

【0011】[0011]

【0012】[0012]

【0013】[0013]

【発明の実施の形態】以下、本発明の第1の実施形態を
図1乃至図5に基づいて説明する。まず、図2及び図3
に基づいて窯業系の外壁板21を取り付ける下地組構造
を説明する。基礎コンクリート22上には、角形鋼製の
土台23がアンカーボルト24を介して固定されてい
る。この土台23上には、C型鋼製の壁面下地材25が
L型鋼26を介して溶接やボルト締めにより垂直に立設
されている。各壁面下地材25の表面には、帯状のスペ
ーサ部材27がその裏面に予め貼着された両面接着テー
プ28(図3及び図4参照)により貼着されている。こ
の両面接着テープ28は、スペーサ部材27のほぼ全長
に貼着しても良いが、両面接着テープ28の役割は外壁
板21をビス留めするまでスペーサ部材27を仮固定で
きれば良いため、図3に示すように、スペーサ部材27
の複数箇所を部分的に両面接着テープ28で貼着すれば
良い。
BEST MODE FOR CARRYING OUT THE INVENTION A first embodiment of the present invention will be described below with reference to FIGS. First, FIG. 2 and FIG.
The base assembly structure for attaching the ceramic outer wall plate 21 will be described based on FIG. A base 23 made of square steel is fixed on the foundation concrete 22 via anchor bolts 24. On the base 23, a wall surface base material 25 made of C-shaped steel is erected vertically by welding or bolting via L-shaped steel 26. A strip-shaped spacer member 27 is attached to the front surface of each wall surface base material 25 with a double-sided adhesive tape 28 (see FIGS. 3 and 4) which is attached to the back surface of the spacer member 27 in advance. The double-sided adhesive tape 28 may be attached to almost the entire length of the spacer member 27. However, the double-sided adhesive tape 28 only needs to be able to temporarily fix the spacer member 27 until the outer wall plate 21 is screwed. As shown, the spacer member 27
It suffices to partially attach the plurality of points with the double-sided adhesive tape 28.

【0014】この場合、スペーサ部材27は、木材、木
質合板、プラスチック板、外壁板の小幅材のいずれかで
形成され、その中心線に沿って多数の長穴29が形成さ
れている。このスペーサ部材27は、壁面下地材25に
貼着する関係上、スペーサ部材27の横幅は、壁面下地
材25の横幅よりも狭い幅(例えば50〜100mm)
が適当である。また、スペーサ部材27の厚みは、後述
するようにビス30の周辺部分に十分な厚みの空隙を確
保するために、3〜15mmとすることが好ましい。ま
た、スペーサ部材27の中央部に形成する長穴29の横
幅は、後述するようにビス30の周辺部分に十分な幅の
空隙を確保するために、ビス30の直径の2〜5倍(例
えば10〜25mm)の大きさに形成することが好まし
い。
In this case, the spacer member 27 is made of wood, wood plywood, plastic plate, or narrow width material such as outer wall plate, and a large number of elongated holes 29 are formed along the center line thereof. Since the spacer member 27 is attached to the wall surface base material 25, the width of the spacer member 27 is narrower than the width of the wall surface base material 25 (for example, 50 to 100 mm).
Is appropriate. Further, the thickness of the spacer member 27 is preferably 3 to 15 mm in order to secure a void having a sufficient thickness in the peripheral portion of the screw 30 as described later. Further, the lateral width of the elongated hole 29 formed in the central portion of the spacer member 27 is 2 to 5 times the diameter of the screw 30 (for example, in order to secure a void of a sufficient width in the peripheral portion of the screw 30 as described later). The size is preferably 10 to 25 mm.

【0015】図2に示すように、各壁面下地材25に貼
着されたスペーサ部材27の表面側には、防水シート3
1が張り付けられ、その上から外壁板21が宛がわれて
ビス30で壁面下地材25に固定されている。外壁板2
1を固定する各ビス30は、図1に示すように、スペー
サ部材27の長穴29を通って壁面下地材25に締め付
けられている。
As shown in FIG. 2, the waterproof sheet 3 is provided on the front surface side of the spacer member 27 attached to each wall surface base material 25.
1 is attached, and the outer wall plate 21 is attached from above and fixed to the wall surface base material 25 with screws 30. Outer wall plate 2
As shown in FIG. 1, each screw 30 for fixing 1 is fastened to the wall surface base material 25 through the long hole 29 of the spacer member 27.

【0016】以上のようにして施工された外壁板21の
取付構造によれば、図1に示すように、外壁板21と壁
面下地材25との間に挟み込まれたスペーサ部材27の
長穴29に、外壁板21を固定するビス30を通して施
工するようにしたので、外壁板21と壁面下地材25と
の間にはスペーサ部材27の長穴29によってビス30
の周辺部分に空隙が出来た状態になる。この構造では、
地震・風圧荷重による建物躯体の変位や、気温変化や雨
水の吸水・乾燥の繰り返しによる外壁板12の膨張・収
縮が生じて、外壁板21がずれ変位する際に、図1
(b)に示すようにビス30が外壁板21のずれ方向に
傾く。
According to the mounting structure of the outer wall plate 21 constructed as described above, as shown in FIG. 1, the elongated hole 29 of the spacer member 27 sandwiched between the outer wall plate 21 and the wall surface base material 25 is provided. In addition, since the construction is performed through the screw 30 for fixing the outer wall plate 21, the screw 30 is provided between the outer wall plate 21 and the wall surface base material 25 by the long hole 29 of the spacer member 27.
There will be voids around the area. In this structure,
When the outer wall plate 12 is displaced and displaced due to the displacement of the building body due to an earthquake or wind load and the expansion and contraction of the outer wall plate 12 due to repeated temperature changes and repeated absorption and drying of rainwater, FIG.
As shown in (b), the screw 30 tilts in the direction in which the outer wall plate 21 is displaced.

【0017】これに対し、図9に示す従来構造のもの
は、外壁板12と壁面下地材11との間にビス13の傾
動を許容する空隙が全くなかったため、外壁板21がず
れ変位しようとしても、ビス13がほとんど傾動するこ
とができず、壁面下地材11に対する外壁板12の相対
的なずれ変位がほとんど許容されなかった。このため、
地震時や外壁板12の膨張・収縮時に外壁板12の留付
部に過大な応力が集中して外壁板12がひび割れするお
それがあった。
On the other hand, in the conventional structure shown in FIG. 9, there is no space between the outer wall plate 12 and the wall surface base material 11 for allowing the tilting of the screw 13, so that the outer wall plate 21 tends to be displaced. However, the screw 13 could hardly be tilted, and the relative displacement of the outer wall plate 12 with respect to the wall surface base material 11 was hardly allowed. For this reason,
During an earthquake or when the outer wall plate 12 expands or contracts, excessive stress may concentrate on the fastening portions of the outer wall plate 12 and the outer wall plate 12 may crack.

【0018】この点、上記実施形態では、外壁板21と
壁面下地材25との間には、スペーサ部材27の長穴2
9によってビス30の周辺部分に空隙が形成されている
ので、その空隙内ではビス30が自由に傾動でき、それ
によって壁面下地材25に対する外壁板21の相対的な
ずれ変位を許容することができる。これにより、外壁板
21の留付部への応力集中を緩和することができ、外壁
板22のひび割れを防止することができる。しかも、ビ
ス留施工であるため、専用の留付金具が不要で、極めて
安価なビス30を用いて簡単に施工でき、且つ、比較的
薄い外壁板21でも取付強度が大きいため、比較的薄い
外壁板21を使用でき、総じて、施工コストを安くでき
る利点もある。
In this respect, in the above embodiment, the long hole 2 of the spacer member 27 is provided between the outer wall plate 21 and the wall surface base material 25.
Since a gap is formed in the peripheral portion of the screw 30 by the screw 9, the screw 30 can freely tilt in the gap, thereby allowing the relative displacement displacement of the outer wall plate 21 with respect to the wall surface base material 25. . Thereby, the stress concentration on the fastening portion of the outer wall plate 21 can be relieved, and the outer wall plate 22 can be prevented from cracking. Moreover, since it is a screw fastening, a dedicated fastening fitting is not required, it can be easily installed using the extremely inexpensive screw 30, and the relatively thin outer wall plate 21 has a large mounting strength, so that the outer wall is relatively thin. Since the plate 21 can be used, there is also an advantage that the construction cost can be reduced as a whole.

【0019】更に、上記実施形態では、スペーサ部材2
7は、木材、木質合板、プラスチック板、外壁板の小幅
材のいずれかで形成されているので、スペーサ部材27
に外壁板21と同等若しくはそれ以上の緩衝性・変形性
をもたせることができ、この緩衝性・変形性によっても
外壁板21の留付部への応力集中を緩和する効果が得ら
れ、上述した空隙による変位許容効果と相俟って、外壁
板12のひび割れを一層確実に防止することができる。
しかも、外壁板、木材、木質合板等から切断されて不要
になった小幅材をスペーサ部材27としてリサイクルす
ることができ、省資源につながると共に、スペーサ部材
27を極めて安価に製造できる。
Further, in the above embodiment, the spacer member 2
7 is made of wood, wood plywood, plastic plate, or narrow material such as outer wall plate, so the spacer member 27
Can have a buffering property / deformability equal to or higher than that of the outer wall plate 21, and this buffering property / deformability also has an effect of relieving the stress concentration on the fastening portion of the outer wall plate 21. In combination with the displacement allowance effect of the gap, the outer wall plate 12 can be more reliably prevented from cracking.
Moreover, the small width material that is no longer needed after being cut from the outer wall plate, wood, wood plywood or the like can be recycled as the spacer member 27, which leads to resource saving and the spacer member 27 can be manufactured at an extremely low cost.

【0020】また、上記実施形態では、スペーサ部材2
7の裏面に、予め両面接着テープ28が貼着されている
ので、施工時に、スペーサ部材27を貼着という極めて
簡単な施工法で壁面下地材25側に取り付けることがで
き、極めて能率良く施工できる。
Further, in the above embodiment, the spacer member 2
Since the double-sided adhesive tape 28 is previously attached to the back surface of 7, the spacer member 27 can be attached to the wall surface base material 25 side by an extremely simple construction method of attaching at the time of construction, and construction can be performed extremely efficiently. .

【0021】以上説明した第1の実施形態では、防水シ
ート31を外壁板21の裏面に重ね合わせるように設け
ているが、図5及び図6に示す第2の実施形態では、壁
面下地材25の表面に防水シート31を張り付けて、こ
の防水シート31上にスペーサ部材27を両面接着テー
プで貼着し、このスペーサ部材27の表面に外壁板21
を宛がって該外壁板21をビス30で壁面下地材25に
取り付けるようにしている。これにより、外壁板21の
裏面と防水シート31との間にスペーサ部材27の厚み
相当分の通気層を形成することができ、この通気層を流
れる空気によって外壁板21裏面側の湿気を外部へ排出
することができて、外壁板21裏面への結露を防ぐこと
ができ、外壁板21の耐久性を向上することができる。
In the first embodiment described above, the waterproof sheet 31 is provided so as to overlap the back surface of the outer wall plate 21, but in the second embodiment shown in FIGS. 5 and 6, the wall surface base material 25 is used. The waterproof sheet 31 is attached to the surface of the spacer member 27, and the spacer member 27 is attached to the waterproof sheet 31 with a double-sided adhesive tape.
The outer wall plate 21 is attached to the wall surface base material 25 with screws 30. Thereby, a ventilation layer corresponding to the thickness of the spacer member 27 can be formed between the back surface of the outer wall plate 21 and the waterproof sheet 31, and the air flowing through the ventilation layer allows the moisture on the back surface side of the outer wall plate 21 to move to the outside. It can be discharged, and dew condensation on the back surface of the outer wall plate 21 can be prevented, and the durability of the outer wall plate 21 can be improved.

【0022】以上説明した第1及び第2の両実施形態で
は、スペーサ部材27に長穴29(貫通穴)を形成した
が、図7に示す第3の実施形態のように、スペーサ部材
27に前記長穴29とほぼ同じ大きさの凹部32を形成
し、この凹部32にビス30を貫通させることで、凹部
32内においてビス30の周辺部分に空隙をあけるよう
にしても良い。この構成では、凹部32内においてビス
30が自由に傾動できるので、前述した第1及び第2の
両実施形態と同じく、壁面下地材25に対する外壁板2
1の相対的なずれ変位を凹部32内の空隙によって許容
することができ、外壁板21の留付部への応力集中を緩
和することができる。
In both the first and second embodiments described above, the elongated hole 29 (through hole) is formed in the spacer member 27, but in the spacer member 27 as in the third embodiment shown in FIG. A recess 32 having substantially the same size as the elongated hole 29 may be formed, and a screw 30 may pass through the recess 32 to form a void in the peripheral portion of the screw 30 in the recess 32. In this configuration, the screw 30 can freely tilt in the recess 32, so that the outer wall plate 2 with respect to the wall surface base material 25 can be tilted as in the first and second embodiments described above.
The relative displacement of No. 1 can be allowed by the gap in the recess 32, and the stress concentration on the fastening portion of the outer wall plate 21 can be relieved.

【0023】尚、ビス30の周辺部分に空隙をあける穴
29又は凹部32の形状は長穴や長凹溝に限定されず、
円形穴、円形凹部等、他の形状であっても良く、要は、
外壁板21を固定するビス30の径の2〜5倍の大きさ
の穴(又は凹部)であれば、その形状は問わない。
It should be noted that the shape of the hole 29 or the recess 32 for forming a gap in the peripheral portion of the screw 30 is not limited to the long hole or the long groove,
Other shapes such as circular holes and circular recesses may be used.
The shape is not limited as long as it is a hole (or a recess) having a size 2 to 5 times the diameter of the screw 30 for fixing the outer wall plate 21.

【0024】また、上記各実施形態では、いずれも、ス
ペーサ部材27を用いてビス30の周辺部分に空隙をあ
けるようにしたが、図8(a)〜(d)に示す第4乃至
第7の各実施形態のように、壁面下地材35〜38の表
面を凹状に形成し、該壁面下地材35〜38の表面側に
外壁板21を宛がってその上からビス30を該壁面下地
材35〜38の凹状部39〜42に固定することで、該
壁面下地材35〜38の凹状部39〜42によってビス
30の周辺部分に空隙をあけるようにしても良い。
In each of the above embodiments, the spacer member 27 is used to open the gap around the screw 30, but the fourth to seventh portions shown in FIGS. As in each of the above embodiments, the surface of the wall surface base material 35-38 is formed in a concave shape, the outer wall plate 21 is directed to the front surface side of the wall surface base material 35-38, and the screw 30 is provided on the outer wall plate 21. By fixing to the concave portions 39 to 42 of the materials 35 to 38, the concave portions 39 to 42 of the wall surface base materials 35 to 38 may form voids in the peripheral portion of the screw 30.

【0025】この場合、図8(a),(b)に示す第4
及び第5の実施形態では、壁面下地材35,36として
鋼製の角パイプ柱を用い、図8(c),(d)に示す第
6及び第7の実施形態では、壁面下地材37,38とし
てC型鋼を用いている。また、図8(a),(c)で
は、凹状部39,41を壁面下地材25の全長にわたっ
て円弧面状に湾曲する形状に形成し、図8(b),
(d)では、凹状部40,42を壁面下地材25の全長
にわたってV溝状の形状に形成している。これらいずれ
の実施形態でも、壁面下地材35〜38の凹状部39〜
42で形成された空隙内ではビス30が自由に傾動で
き、それによって壁面下地材35〜38に対する外壁板
21の相対的なずれ変位を許容して、外壁板21の留付
部への応力集中を緩和でき、外壁板21のひび割れを防
止することができる。しかも、ビス30の周辺部分に空
隙を形成するための手段として、スペーサ部材が不要で
あるため、施工性、コスト性を更に向上することができ
る。
In this case, the fourth portion shown in FIGS.
In the fifth and fifth embodiments, square pipe columns made of steel are used as the wall surface base materials 35 and 36, and in the sixth and seventh embodiments shown in FIGS. 8C and 8D, the wall surface base material 37, C type steel is used as 38. In addition, in FIGS. 8A and 8C, the concave portions 39 and 41 are formed in a shape curved in an arc surface over the entire length of the wall surface base material 25, and in FIGS.
In (d), the concave portions 40 and 42 are formed in a V-groove shape over the entire length of the wall surface base material 25. In any of these embodiments, the concave portions 39- of the wall surface base materials 35-38
The screw 30 can freely tilt in the void formed by 42, thereby allowing relative displacement of the outer wall plate 21 with respect to the wall surface base materials 35 to 38, and stress concentration on the fastening portion of the outer wall plate 21. Therefore, the outer wall plate 21 can be prevented from cracking. Moreover, since a spacer member is not required as a means for forming a void in the peripheral portion of the screw 30, workability and cost performance can be further improved.

【0026】尚、図8に示す各実施形態においても、外
壁板21と壁面下地材25との間に防水シートを挟み込
むようにしても良い。
Also in each of the embodiments shown in FIG. 8, a waterproof sheet may be sandwiched between the outer wall plate 21 and the wall surface base material 25.

【0027】以上説明した各実施形態では、壁面下地材
25,35〜38を鉄骨で形成したが、木材で形成する
ようにして良い。木材の壁面下地材に本発明を適用する
場合には、外壁板を固定する手段として、ビスに代え
て、釘を用いるようにしても良い。
In each of the embodiments described above, the wall surface base materials 25, 35 to 38 are made of steel frame, but may be made of wood. When the present invention is applied to the wall surface base material of wood, nails may be used instead of the screws as a means for fixing the outer wall plate.

【0028】[0028]

【発明の効果】以上の説明から明らかなように、本発明
の請求項1の外壁板の取付構造によれば、外壁板と壁面
下地材との間に、3〜15mmの厚みのスペーサ部材を
挟み込み、該スペーサ部材に上下方向に長く延びる形状
形成された横幅がビス等の直径の2〜5倍の大きさの
穴又は凹部にビス等を通して取り付けることで、該穴又
は凹部によって該ビス等の周辺部分にビス等の傾動を許
容する空隙をあけるようにしたので、壁面下地材に対す
る外壁板の相対的なずれ変位を許容して、外壁板の留付
部への応力集中を緩和することができ、外壁板のひび割
れを防止することができる。しかも、専用の留付金具が
不要で、極めて安価なビスや釘を用いて簡単に施工で
き、且つ、比較的薄い外壁板でも取付強度が大きいた
め、比較的薄い外壁板を使用でき、総じて、施工コスト
を安くできる。
As is apparent from the above description, according to the outer wall plate mounting structure of claim 1 of the present invention, a spacer member having a thickness of 3 to 15 mm is provided between the outer wall plate and the wall surface base material. A shape that is sandwiched and extends vertically in the spacer member
A space formed by inserting a screw or the like into a hole or recess whose lateral width is 2 to 5 times the diameter of the screw or the like, and allowing the screw or the like to tilt around the screw or the like by the hole or recess. Since the outer wall plate is opened, the relative displacement of the outer wall plate with respect to the wall surface base material can be allowed, the stress concentration on the fastening portion of the outer wall plate can be relaxed, and the outer wall plate can be prevented from cracking. it can. Moreover, there is no need for a special fastening metal fitting, it can be easily installed using extremely inexpensive screws and nails, and since the mounting strength is large even with a relatively thin outer wall plate, a relatively thin outer wall plate can be used, in general, Construction costs can be reduced.

【0029】更に、外壁板と壁面下地材との間に大きな
穴又は凹部を有するスペーサ部材を挟み込むだけで、簡
単且つ確実にビス等の周辺部分に空隙を設けることがで
き、施工性向上につながる。その上、スペーサ部材の穴
又は凹部を、上下方向に長く延びる形状に形成したの
で、ビス等の周辺部分の空隙を上下方向にも大きくする
ことができると共に、施工性を更に向上することができ
る。しかも、壁面下地材とスペーサ部材との間に防水シ
ートを挟み込み、外壁板の裏面と防水シートとの間にス
ペーサ部材の厚み相当分の通気層を形成するようにした
ので、その通気層によって外壁板裏面への結露を防ぐこ
とができて、外壁板の耐久性を向上することができる。
Further, by simply sandwiching a spacer member having a large hole or a concave portion between the outer wall plate and the wall surface base material, it is possible to easily and surely form a void in the peripheral portion of the screw or the like, which leads to improvement in workability. . Moreover, a hole or recess of the scan pacer members, since the form a long shape extending in the vertical direction, it is possible to increase also the gap of the peripheral portion in the vertical direction, such as screws, can be further improved workability it can. In addition, a waterproof seal should be placed between the wall base material and the spacer member.
Sheet between the outer wall panel and the waterproof sheet.
A ventilation layer corresponding to the thickness of the pacer member is formed.
Therefore, the ventilation layer prevents condensation on the back of the outer wall board.
Therefore, the durability of the outer wall plate can be improved.

【0030】また、請求項では、スペーサ部材を、木
材、木質合板、プラスチック板、外壁板の小幅材のいず
れかで形成したので、スペーサ部材に外壁板と同等若し
くはそれ以上の緩衝性・変形性をもたせることができ、
この緩衝性・変形性によっても外壁板の留付部への応力
集中を緩和する効果を得ることができる。しかも、外壁
板、木材、木質合板等から切断されて不要になった小幅
材をスペーサ部材としてリサイクルすることができ、省
資源、スペーサ部材の低廉化の要求も満たすことができ
る。
Further, in claim 2, the spacer member, wood, wood plywood, plastic plate, so formed by any of the narrow material of the outer wall plate, wall panels equal to or more cushioning-deformed spacer member Can have sex,
This cushioning property and deformability can also provide an effect of relieving the stress concentration on the fastening portion of the outer wall plate. Moreover, the small width material that is no longer needed after being cut from the outer wall plate, wood, wood plywood, etc. can be recycled as the spacer member, and the demands for resource saving and cost reduction of the spacer member can be satisfied.

【0031】更に、請求項では、スペーサ部材の裏面
には、予め両面接着テープが貼着されているので、施工
時に、スペーサ部材を貼着という極めて簡単な施工法で
壁面下地材側に取り付けることができ、施工性向上につ
ながる。
Further, in claim 3 , since the double-sided adhesive tape is adhered to the back surface of the spacer member in advance, the spacer member is attached to the wall surface base material side by an extremely simple applying method when applying the spacer member. It is possible to improve the workability.

【0032】[0032]

【0033】[0033]

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1の実施形態を示すもので、(a)
は外壁板の留付部の横断面図、(b)は外壁板がずれ変
位した時の状態を示す横断面図
FIG. 1 shows a first embodiment of the present invention, in which (a)
Is a cross-sectional view of the fastening portion of the outer wall plate, (b) is a cross-sectional view showing the state when the outer wall plate is displaced

【図2】第1の実施形態の外壁板の下地組構造を示す斜
視図
FIG. 2 is a perspective view showing a base assembly structure of the outer wall plate according to the first embodiment.

【図3】第1の実施形態の壁面下地材の立設状態を示す
斜視図
FIG. 3 is a perspective view showing a standing state of a wall surface base material according to the first embodiment.

【図4】スペーサ部材の部分斜視図FIG. 4 is a partial perspective view of a spacer member.

【図5】第2の実施形態における外壁板の下地組構造を
示す斜視図
FIG. 5 is a perspective view showing a base assembly structure of an outer wall plate in the second embodiment.

【図6】第2の実施形態の外壁板の留付部の横断面図FIG. 6 is a cross-sectional view of the fastening portion of the outer wall plate of the second embodiment.

【図7】第3の実施形態の外壁板の留付部の横断面図FIG. 7 is a cross-sectional view of the fastening portion of the outer wall plate of the third embodiment.

【図8】(a)は第4の実施形態の外壁板の留付部の横
断面図、(b)は第5の実施形態の外壁板の留付部の横
断面図、(c)は第6の実施形態の外壁板の留付部の横
断面図、(d)は第7の実施形態の外壁板の留付部の横
断面図
8A is a cross-sectional view of a fastening portion of an outer wall plate of the fourth embodiment, FIG. 8B is a cross-sectional view of a fastening portion of an outer wall plate of the fifth embodiment, and FIG. The cross-sectional view of the fastening portion of the outer wall plate of the sixth embodiment, (d) is a cross-sectional view of the fastening portion of the outer wall plate of the seventh embodiment.

【図9】(a)は従来の外壁板の留付部の横断面図、
(b)は外壁板がずれ変位した時の状態を示す横断面図
FIG. 9 (a) is a cross-sectional view of a fastening portion of a conventional outer wall plate,
(B) is a cross-sectional view showing a state in which the outer wall plate is displaced and displaced.

【符号の説明】[Explanation of symbols]

21…外壁板、23…土台、25…壁面下地材、27…
スペーサ部材、28…両面接着テープ、29…長穴
(穴)、30…ビス、31…防水シート、32…凹部、
35〜38…壁面下地材、39〜42…凹状部。
21 ... Outer wall board, 23 ... Base, 25 ... Wall base material, 27 ...
Spacer member, 28 ... Double-sided adhesive tape, 29 ... Oblong hole (hole), 30 ... Screw, 31 ... Waterproof sheet, 32 ... Recess,
35-38 ... Wall surface base material, 39-42 ... Recessed portion.

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04F 13/08 - 13/18 E04D 1/34 E04B 2/88 - 2/96 Front page continued (58) Fields surveyed (Int.Cl. 7 , DB name) E04F 13/08-13/18 E04D 1/34 E04B 2/88-2/96

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 壁面下地材に窯業系の外壁板をビス又は
釘(以下「ビス等」という)を該外壁板の表面側から打
ち付けて取り付ける外壁板の取付構造において、 前記外壁板と前記壁面下地材との間に挟み込むスペーサ
部材の厚みを3〜15mmに設定すると共に、該スペー
サ部材に、横幅が前記ビス等の直径の2〜5倍の大きさ
の穴又は凹部を上下方向に長く延びる形状に形成し、 前記外壁板と前記壁面下地材との間に前記スペーサ部材
を挟み込み、該スペーサ部材の穴又は凹部に前記ビス等
を通して前記外壁板を前記壁面下地材に取り付けること
で、該穴又は凹部によって該ビス等の周辺部分に、前記
壁面下地材に対する前記外壁板の相対的なずれ変位に応
じて前記ビス等が自由に傾動できる空隙をあけ 更に、前記壁面下地材と前記スペーサ部材との間に防水
シートを挟み込み、該スペーサ部材の表面に前記外壁板
を宛がって該外壁板を前記ビス等で前記壁面下地材に取
り付けることで、該外壁板の裏面と前記防水シートとの
間に該スペーサ部材の厚み相当分の通気層を形成した
とを特徴とする外壁板の取付構造。
1. A mounting structure for an outer wall plate, wherein a ceramic outer wall plate is attached to a wall base material by screwing a screw or a nail (hereinafter referred to as "a screw or the like") from the front surface side of the outer wall plate, wherein the outer wall plate and the wall surface are attached. The thickness of the spacer member sandwiched between the base material and the base member is set to 3 to 15 mm, and a hole or a recess having a lateral width of 2 to 5 times the diameter of the screw or the like extends vertically in the spacer member. The hole is formed by inserting the spacer member between the outer wall plate and the wall surface base material and inserting the screw or the like into the hole or recess of the spacer member to attach the outer wall plate to the wall surface base material. or the peripheral portion, such as the bis by the recesses, at air gap freely tilt said screws or the like in response to the outer wall relative shift displacement of plate with respect to the wall base material, further, the said wall underlying material space Waterproof between the support member
A sheet is sandwiched between the outer wall plate and the surface of the spacer member.
And attach the outer wall plate to the wall surface base material with the screws or the like.
By attaching the back surface of the outer wall plate and the waterproof sheet
A mounting structure for an outer wall plate, characterized in that a ventilation layer corresponding to the thickness of the spacer member is formed therebetween .
【請求項2】 前記スペーサ部材は、木材、木質合板、
プラスチック板、外壁板の小幅材のいずれかで形成され
ていることを特徴とする請求項1に記載の外壁板の取付
構造。
2. The spacer member is made of wood, wood plywood,
The mounting structure for an outer wall plate according to claim 1, wherein the outer wall plate is formed of either a plastic plate or a small width member of the outer wall plate.
【請求項3】 前記スペーサ部材の裏面には、予め両面
接着テープが貼着されていることを特徴とする請求項1
又は2に記載の外壁板の取付構造。
3. A double-sided adhesive tape is previously attached to the back surface of the spacer member.
Or the outer wall plate mounting structure according to item 2 .
JP24273396A 1996-09-13 1996-09-13 Outer wall plate mounting structure Expired - Fee Related JP3426444B2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP24273396A JP3426444B2 (en) 1996-09-13 1996-09-13 Outer wall plate mounting structure
US08/811,735 US5924256A (en) 1996-09-13 1997-03-06 Mounting structure for external wallboard

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24273396A JP3426444B2 (en) 1996-09-13 1996-09-13 Outer wall plate mounting structure

Publications (2)

Publication Number Publication Date
JPH1088771A JPH1088771A (en) 1998-04-07
JP3426444B2 true JP3426444B2 (en) 2003-07-14

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ID=17093449

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24273396A Expired - Fee Related JP3426444B2 (en) 1996-09-13 1996-09-13 Outer wall plate mounting structure

Country Status (2)

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US (1) US5924256A (en)
JP (1) JP3426444B2 (en)

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Also Published As

Publication number Publication date
JPH1088771A (en) 1998-04-07
US5924256A (en) 1999-07-20

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